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Waste Water Engineering

Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

A heap
None of these
Plateau
Windrow

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Waste Water Engineering
Antisyphonage pipe is fitted

On manholes
With a W.'trap
At the end of septic tanks
At the beginning of sewer line

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Waste Water Engineering
In a trickling filter

Neither A nor B
Both A and B
Biological action is used
Filtration process is used

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Waste Water Engineering
If D is the diameter of a circular sewer and D’ is the top horizontal diameter of an equivalent egg shaped section, the relationship which holds good, is

D’ = 0.84 D
D’ = 0.64 D
D’ = 0.94 D
D’ = 0.74 D

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Waste Water Engineering
The rate of accumulation of sludge in septic tanks is recommended as

25 litres/person/month
30 litres/person/year
25 litres/person/year
30 litres/person/month

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Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is doubled
Is not enough
Is only provided
Is trebled

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